Standard Test Method for Splitting Tensile Strength for Brittle Nuclear Waste Forms
Standard Test Method for Splitting Tensile Strength for Brittle Nuclear Waste FormsC1144-89R97ASTM|C1144-89R97|en-USStandard Test Method for Splitting Tensile Strength for Brittle Nuclear Waste FormsStandardC1144 Standard Test Method for Splitting Tensile Strength for Brittle Nuclear Waste Forms>newBOS Vol. 12.01 Committee C26
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1.1 This test method is used to measure the static splitting tensile strength of cylindrical specimens of brittle nuclear waste forms. It provides splitting tensile-strength data that can be used to compare the strength of waste forms when tests are done on one size of specimen.
1.2 The test method is applicable to glass, ceramic, and concrete waste forms that are sufficiently homogeneous (Note 1) but not to coated-particle, metal-matrix, bituminous, or plastic waste forms, or concretes with large-scale heterogeneities. Cementitious waste forms with heterogeneities >1 to 2 mm and <5 mm can be tested using this procedure provided the specimen size is increased from the reference size of 12.7 mm diameter by 6 mm length, to 51 mm diameter by 100 mm length, as recommended in Test Method C496 and Practice C192.
Note 1-Generally, the specimen structural or microstructural heterogeneities must be less than about one-tenth the diameter of the specimen.
1.3 This test method can be used as a quality control check on brittle waste forms and may be useful for optimizing waste form processing. Meaningful comparison of waste forms, however, requires data obtained on specimens of one size.
1.4 The values stated in SI units are to be regarded as the standard.
1.5 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For specific hazard statements, see Section 7.
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